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Calculation of Hydraulics Profile 3
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Calculation of Hydraulics Profile 3
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Phyu Mar
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2002.Hydraulics
PIPELINE PR OFILE AND WATER WATER LEVELS 125 Pipeline Top Level Profile Level in reservoir
120
115 115
) m ( l e v e L
Reservoir TWL:104.5 m RL
Pipe Top Level : 105.35m RL
110 110
Reservoir P!mping "#op Level : 104.$5 m RL
105
100
Reservoir LWL : /
: 'ormal (pera#ing on&i#ion Level :**.5$ #o 100.05+ 100.05+ m RL ,verage (pera#ing on&i#ion Level Level :100.0+ m RL aim!m (pera#ing on&i#ion Level : 100.5+ #o 101.25 m RL Pandan Canal
95
90
"!%merge& &ischarge level : 102.$0 m RL Discharge Pipe Level in Reservoir -Top Level :102.3 m RL)
85
80 0
1000
2000
3000 Distance (ft)
4000
5000
6000
HydProfile data Levels Chainage
-20 -20 0 22 25 95.%5 231.84 306.%6 344.5% 369.64 394.%1 494.99 645.41 921.2% 946.35 1222.23 1443.94 1643 1841.32 2092.02 2342.%2 25%9.26 2%80.29 300%.03 320%.51 3412.53 3613.03 3%61.83 3%6%.92
0 20 40 62 65 135.%5 2%1.84 346.%6 384.5% 409.64 434.%1 534.99 685.41 961.2% 986.35 1262.23 1483.94 1683 1881.32 2132.02 2382.%2 2619.26 2820.29 304%.03 324%.51 3452.53 3653.03 3801.83 380%.92
98.56 108.63 108.63 108.63 109.05 109.05 109.01 110.10 110.86 111.4% 112.18 112.60 112.%6 113.11 113.13 113.48 113.80 114.16 114.48 114.88 115.28 115.65 115.94 116.35 116.6% 116.98 11%.28 11%.54 11%.53
Pi Celt"eline level (ft) 98.56 10%.255 10%.255 10%.255 10%.300 10%.300 10%.260 108.350 109.110 109.%20 110.430 110.850 111.010 111.360 111.380 111.%30 112.050 112.410 112.%30 113.130 113.530 113.900 114.190 114.600 114.920 115.230 115.530 115.%90 115.%80
3%%8.92
3818.92
116.8%
115.120
105.143
43%1.92
4411.92
104.85
106.98
101.4%9
Pi t! level
(ft)
(ft)
99.561 102.631 102.631 102.631 102.%59 102.%59 102.%4% 103.0%9 103.311 103.49% 103.%13 103.841 103.890 103.99% 104.003 104.110 104.20% 104.31% 104.415 104.53% 104.659 104.%%1 104.860 104.985 105.082 105.1%% 105.268 105.348 105.345
ater level at p!"p s!"p #LL$ 33&& '( Pipe )enterline level
42&& '( Pipe )enterline level
24&& '( Pipe )enterline level is),arge pipe )entreline level in reservoir
*rrange"ent of 3 +ran),es of 24 '( pipline s!+"reging in reservoir
HydProfile data 43%1.92
4411.92 4411.92
104.85 100
115.91
101.4%9
TL in reservoir
HydProfile data #2$
Chainage (ft) -20 -20 0 22 25 95.%5 231.84 306.%6 344.5% 369.64 394.%1 494.99 645.41 921.2% 946.35 1222.23 1443.94 1643 1841.32 2092.02 2342 %2
Pi T! Level (ft) 0 20 40 62 65 135.%5 2%1.84 346.%6 384.5% 409.64 434.%1 534.99 685.41 961.2% 986.35 1262.23 1483.94 1683 1881.32 2132.02 2382 %2
(ft)RL 98.56 108.63 108.63 108.63 109.05 109.05 109.01 110.10 110.86 111.4% 112.18 112.60 112.%6 113.11 113.13 113.48 113.80 114.16 114.48 114.88 115 28
(m)RL 99.561 102.631 102.631 102.631 102.%59 102.%59 102.%4% 103.0%9 103.311 103.49% 103.%13 103.841 103.890 103.99% 104.003 104.110 104.20% 104.31% 104.415 104.53% 104 659
,ainage 0 65 3801.83 4411.92 P!int#A P!int#$
P!int#C
LL 104.59 103.9 102.% 102.3
HydProfile data #2$
HL 10%.4 105.95 104.95 104.65
-2.81 -2.05 -2.25 -2.35
FI%&RE#'
PIPELINE PR OFILE AND WATER LEVELS 125 PipeLine Top level Profile Level in reservoir eservoir LL eservoir HL
120
115
Pipe Top Level : 105.35m RL
110
) m ( l e v e L
Reservoir TWL:104.5m RL
105
Reservoir P!mping "#op Level : 104.$5m RL
100
Pandan Canal : 'ormal (pera#ing on&i#ion Level :**.5$ #o 100.05+ m RL ,verage (pera#ing on&i#ion Level :100.0+ m RL aim!m (pera#ing on&i#ion Level : 100.5+ #o 101.25 m RL
95
Discharge Pipe Level in Reservoir -Top Level :102.3m RL)
90
85
80 0
1000
2000
3000 Distance (ft)
4000
5000
6000
HYDRAULIC GRADIENTS FOR SOLO PUMP OPERATION
PIPELINE P ROFILE AND WATER LEVELS 125 PipeLine Top level Profile Level in reservoir eservoir is),arge Pipe Level
120
eservoir P!"p top Level
115
Pipe Top Level : 105.35m RL
110
) m ( l e v e L
Reservoir TWL:104.5m RL
105
Reservoir P!mping "#op Level : 104.$5m RL
100 Discharge Pipe Level in Reservoir -Top Level :102.3m RL)
Pandan Canal : 'ormal (pera#ing on&i#ion Level :**.5$ #o 100.05+ m RL ,verage (pera#ing on&i#ion Level :100.0+ m RL aim!m (pera#ing on&i#ion Level : 100.5+ #o 101.25 m RL
95
90
85
80 0
1000
2000
3000 Distance (ft)
4000
5000
6000
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